Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 229
... stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slender- = = = ness . actual unit stress for extreme fiber in bending . allowable unit stress in compression parallel to grain ...
... stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slender- = = = ness . actual unit stress for extreme fiber in bending . allowable unit stress in compression parallel to grain ...
Page 540
... Stress . When the web depth - to - thickness ratio ex- ceeds 760 / VF , the maximum stress in the compression flange shall not exceed : FF 1.0 - 0.0005 [ 1.0 - Aw ( h ( h - 760 ) ] Af t . ( 7-5 ) The maximum stress in either flange of a ...
... Stress . When the web depth - to - thickness ratio ex- ceeds 760 / VF , the maximum stress in the compression flange shall not exceed : FF 1.0 - 0.0005 [ 1.0 - Aw ( h ( h - 760 ) ] Af t . ( 7-5 ) The maximum stress in either flange of a ...
Page 543
... stress in the steel section may be computed from the total dead plus live load moment and the actual transformed ... stress shall be computed for the steel tension flange . At sections subject to negative bending moment , the stress ...
... stress in the steel section may be computed from the total dead plus live load moment and the actual transformed ... stress shall be computed for the steel tension flange . At sections subject to negative bending moment , the stress ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength